#/11建笊排水瞬羅iK乙晞背洽力計1F畫伽=仇髓力表*竝A/0=^.5VD=d.?伽3d?nodiL26Jb1&0VQ4VQVaVaraaa.390,74靈辭XIAO.S3佻曲GSD2.S30=6-2X?2LB791SS札8S0.005LUEfrO?..sotLftS4=160.T510.S30.95削阪1.75直￡53=1AClT51,55詁11.SBL04Q-C07L220.63|mCL713U3asii.9l0.8912.Bl1.130.WB1-31Or67注的肛弼訴67n-M昇那0-9513-梯】一卸0.009L39Q,7LZ20Q.SO3.890.M25.5*5114.531.Z80.4101.464752.310.84A.10CL97缶翻h(huán)冊1樂311.350-<5120l5S0.62L&0也盟zsa4.49LOTnL1718.T7].4B&?15GS8(L09L790l92&naL035點1.19?.a)L3018.75LOS0.OZO0L卸厲如；,071.06i.i7L191toLHV.31R51±1.65］一佃0.02SU_7-t0190Z.311.193,?G1?33b.-t-Hl.y9.34)L5S剖.21L130.SD26U.T60.91L36LSI3.731.3fi6.611.&79.4SL.7Z也l?69Ll?0.C3D訕詢X531.304.mL4G7.]Cl.GA10.18L!U2￡.S32.33①中跡厲制XP52.74J..41電.曲I.審7.67LazILCOL992&M2.520.0400.WLL31,931.50■?3la698.20L9631.76u3EL6￡L&g0.015LChO1.Z03.101.594.MlI79A702L0?]E.472.ZG32.48Z.K6ciflSflLML27S.27L6fl5=171S99.172.173X]52.36U.1A1610.0551.101⑶3.431.755.43皿9.61￡281X792.5035,91X160.4&D1.151■翻缶&B1.B43--672?Q710.di丟38]<■40Z.S13?rW黑300?岳1.201.44X731.92￡馳3.1510l452.4SIt即L713^.033.43G.U7A皿5.?7g￡■722.251IL85盤S715LES乙耽0.0751.250一応4.012.06CJ42,3111.23也閒1&1G2.510.080LA3L604,142r136>54工3811,60?.751?63X01弟求鬥Q一甫水黃匡g"i廠蒲產(chǎn)＜m/f)(神i一惻科JTMf住稱直徑舫向作業(yè)：1、估算PL-2排水系統(tǒng)中，各橫支管、立管以及排出管的管徑。2、圖2-4位層高3.6m的五層辦公樓女衛(wèi)生間的布置，室內(nèi)外的標高差為0.3m，弓|入管埋深為-0.500m，若給水管到采用給水塑料管，試完成以下給水設(shè)計任務(wù)。（1）布置給水管網(wǎng)，完成給水平面布置圖。（2）根據(jù)給水布置圖，配置給水系統(tǒng)簡圖。（3）計算該系統(tǒng)所